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<br /> CROSS FLOODWAY SECTION ME <br /> SECTION WIDTH AREA VELO <br /> (FEET) (SQ. FT.) (FT.lS <br /> 28'145 246 2460 <br /> --- <br /> 28320 246 2547 -- <br /> 28:l55 192 2640 --.- <br /> 28/55 79 979 <br /> .- <br /> 29055 250 15'71 <br /> 29'105 280 1836 <br /> 29'140 280 1836 --.- <br /> 29'175 290 1783 -- <br /> 29'190 300 1985 <br />- <br /> 29490 350 2249 <br />- <br /> 29BOO 400 2171 --- <br />- <br /> 29090 450 2445 <br />- --.- <br /> 30:100 510 3340 -- <br />- <br /> 30B10 603 3353 <br />- <br /> 30i'00 604 22'13 <br />- -- <br /> 30i'45 604 2771 --- <br />- <br /> 30i'95 604 2800 --- <br />- <br /> 31275 1000 68.?~ <br />- ---- <br /> 32'15 1424 8887 ---- <br />- <br /> 33~)05 1250 4304 ---- <br />- <br /> 34'20 1100 3364 <br />- -.- <br /> 34'70 1100 34~~ --.- <br />- <br /> 34,'40 1600 6870 ~- <br />- <br /> 36~j55 2615 9974 1--- <br />- <br /> 36Ei30 2435 11418 1---.- <br />- <br /> 37~35 1341 6208 <br />- .- <br /> 3n85 1283 4405 <br />- <br /> 37D45 1286 4190 1---- <br />- <br /> 38~~95 1238 2833 <br />- -- I--- <br /> 38<:75 1253 1292 <br />- <br /> 38~i52 1263 3684 <br /> - <br /> 38/'52 922 3103 <br /> - <br /> 39052 802 3816 1-.- <br /> - <br /> 39~;37 701 2887 <br /> - <br /> 39847 800 1833 <br /> - <br /> 40~:4 7 750 2656 <br /> - <br /> <br />AN E1 <br />CITY <br />ECl_...!:!c <br />26 <br />-,- --- <br />2.5 <br />-.- -~.- <br />2.5 <br />-,-- --- <br />7.3 <br />-'- --- <br />4.8 <br />4.4 <br />4.4 <br />_.- --.- <br />4.5 <br />-.----. <br />4.1 <br />36 <br />4.9 <br />--,- --'- <br />4.3 <br />-,-- --- <br />3.2 <br />--, --.- <br />3.2 <br />4.7 <br />-.---.- <br />3.8 <br />-,- -~.- <br />3.8 <br />--,-- --- <br />1.6 <br />- -- <br />1..2 <br />--,- --.- <br />2.5 <br />_. --- <br />3.2 <br />-,- -~.- <br />3.1 <br />-.---. <br />1.6 <br />1.1 <br />--, --.- <br />0.9 <br />-,--_. <br />1.7 <br />-,- --- <br />2.4 <br />2.6 <br />- --- <br />3.8 <br />-, ---- <br />8.3 <br />2.9 <br />3.4 <br />2.9 <br />--, .--'- <br />3.9 <br />6.1 <br />4.:2 <br /> <br />------ -- <br />.EVATION ELEVATION E <br />WITH WITHOUT DI <br />OODWAY FLOODWAY <br />4638.1 4638.1 <br />--- <br />4638.5 4638.4 <br />4638.5 4638.5 <br />--- - <br />4638.1 46385 <br />----" <br />4638.9 4638.6 <br />--- -- <br /> 4639 4638.6 <br />---- <br /> 4639 4638.6 <br />---- <br /> 4639 4638.6 <br />-- <br />4639.1 4638.6 <br /> - <br />4639.4 4638.7 <br />----- <br />4639.5 46387 <br />4639.9 4639 <br />--- <br />4640.5 4639.6 <br />-- <br />4640.8 4639.9 <br />--- <br />4640.7 4639.9 <br />4641.6 4641 <br />--- <br />4641.6 4641 <br />-- <br />4642.2 4641.3 <br />4642.4 4641 .4 <br />4642.8 4641.9 <br />-- <br />4643.4 4642.7 <br />---- - <br />4643.5 4642.7 <br /> -- <br />4644.3 4643.4 <br />4644.9 4643.9 <br />--- <br />4645.6 4645.4 <br /> -- <br />4645.7 4645.5 <br />--- <br />4646.2 4645.5 <br />4646.8 4646 <br />-- <br />4647.3 4646.7 <br />-- <br />4647.6 4647.3 <br />4648.8 4647.8 <br />-- <br /> 4649 4648.4 <br />.-- <br />4649.5 4648.5 <br />4649.6 4648.6 <br /> -- <br />4649.9 4649.3 <br />--- -- <br />4651.3 46~Q2. <br />.-- - <br /> <br />LEVATION <br />FFERENCE <br />(FEET) <br />0.0 <br />01 <br />0.0 <br />-0.4 <br />03 <br />0.4 <br />0.4 <br />0.4 <br />0.5 <br />0.7 <br />0.8 <br />0.9 <br />0.9 <br />0.9 <br />0.8 <br />0.6 <br />0.6 <br />09 <br />1.0 <br />0.9 <br />0.7 <br />08 <br />0.9 <br />1.0 <br />0.2 <br />0.2 <br />0.7 <br />0.8 <br />0.6 <br />0.3 <br />1.0 <br />0.6 <br />1.0 <br />1.0 <br />0.6 <br />0.6 <br />